Research on the Experimental and the Testing Mode of Highway Bridge Load Capacity based on Static Analysis

DOI

10.2991/icsste-16.2016.145How to use a DOI?

Keywords

Static Analysis, Load Capacity, Highway Bridge, Testing Mode, Experiment.

Abstract

In this paper, we conduct research on the experimental and the testing mode of the highway bridge load capacity based on the static analysis. Modal parameters is refers to the bridge structure calculation of modal frequencies and mode shapes and modal parameters such as the quality. Modal parameters method and other methods differed from the load transverse distribution influence line is composed of the modal parameters are calculated out as every piece of beam deflection; Secondly, according to the modal flexibility from the deformation of beams in the mid-span position of value, according to the deformation value and beam on the number of slices, calculation, draw the influence line of transverse distribution of load. Under this guidance, we enhance the traditional methodologies with the static analysis that will achieve better performance.

Copyright

© 2016, the Authors. Published by Atlantis Press.

Open Access

This is an open access article distributed under the CC BY-NC license (http://creativecommons.org/licenses/by-nc/4.0/).

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TY  - CONF
AU  - Wei Pan
AU  - Tiezeng Zhu
PY  - 2016/05
DA  - 2016/05
TI  - Research on the Experimental and the Testing Mode of Highway Bridge Load Capacity based on Static Analysis
BT  - Proceedings of the 2016 2nd International Conference on Social Science and Technology Education (ICSSTE 2016)
PB  - Atlantis Press
SP  - 802
EP  - 807
SN  - 2352-5398
UR  - https://doi.org/10.2991/icsste-16.2016.145
DO  - 10.2991/icsste-16.2016.145
ID  - Pan2016/05
ER  -